Total Bridges
22,733
Public highway bridges in Oklahoma
State profile · Near national median SD
Oklahoma bridge safety
Condition ratings, load ratings, and structural-deficiency data for every public highway bridge in Oklahoma — drawn straight from the FHWA National Bridge Inventory.
- 22,733
- Public bridges
- 38.2%
- Good condition
- 7.5%
- Poor condition
- 7.5%
- Structurally deficient
Good Condition
38.2%
8,693 bridges rated 7-9
-11.8pp vs 50% benchmark
Poor Condition
7.5%
1,705 bridges rated 0-4
Structurally Deficient
7.5%
1,705 bridges flagged for repair priority
0.5pp vs national avg 7.0%
Oklahoma vs national bridge condition
Oklahoma — Good condition share 38.2%
National avg
Share of bridges rated 7-9 on the FHWA 0-9 scale (deck, superstructure, substructure all good).
Oklahoma — Structurally deficient share 25.0%
National avg
Lower is better. Bar maxes at 30% (worst-state ceiling). National average sits at 7.0%.
Condition Distribution
Bridge inventory deck-condition mix — Oklahoma (FHWA NBI)
Counties (77)
Adair 139 Alfalfa 386 Atoka 232 Beaver 189 Beckham 309 Blaine 271 Bryan 285 Caddo 414 Canadian 492 Carter 339 Cherokee 203 Choctaw 216 Cimarron 93 Cleveland 316 Coal 139 Comanche 592 Cotton 213 Craig 176 Creek 391 Custer 382 Delaware 159 Dewey 167 Ellis 152 Garfield 504 Garvin 323 Grady 446 Grant 471 Greer 225 Harmon 106 Harper 128 Haskell 153 Hughes 205 Jackson 284 Jefferson 150 Johnston 150 Kay 414 Kingfisher 294 Kiowa 474 Latimer 196 Le Flore 466 Lincoln 448 Logan 280 Love 130 Major 266 Marshall 78 Mayes 232 McClain 239 McCurtain 260 McIntosh 198 Murray 128 Muskogee 396 Noble 342 Nowata 126 Okfuskee 204 Oklahoma 1216 Okmulgee 305 Osage 356 Ottawa 265 Pawnee 171 Payne 384 Pittsburg 409 Pontotoc 238 Pottawatomie 400 Pushmataha 245 Roger Mills 153 Rogers 267 Seminole 293 Sequoyah 260 Stephens 380 Texas 110 Tillman 281 Tulsa 1124 Wagoner 253 Washington 214 Washita 361 Woods 310 Woodward 167
Oklahoma vs nearby ranks
Adjacent states on the structurally deficient leaderboard (lower share = better)
States are ranked by share of bridges flagged structurally deficient — the FHWA classification for any span where deck, superstructure, or substructure carries a condition rating of 4 or below. Lower percentages indicate stronger maintenance funding and inspection follow-through. States here sit immediately above and below Oklahoma on the same metric.
21
Kentucky
7.06% top marginal rate
33
New Hampshire
7.08% top marginal rate
40
Oklahoma
7.50% top marginal rate
35
New Mexico
7.61% top marginal rate
44
Rhode Island
7.69% top marginal rate
Bridges Needing Most Attention in Oklahoma
Six lowest-condition bridges in Oklahoma, ranked by composite NBI rating. Each is inspected at least every 24 months.
N3248 (WALNUT ST.)
PoorOver: RUSH CREEK (WALNUT ST.)
0.5 MI SE OF COURTHOUSE, Garvin, OK
Built 1920 Load: 0.1 t ADT: 4,200
N2280
Structurally DeficientOver: CREEK
1.2E 2.9N OF ARAPAHO, Custer, OK
Built 1920 Load: 1.8 t ADT: 24
N3070
Structurally DeficientOver: CREEK
7.E 3.S OF HUNTER, Garfield, OK
Built 1922 Load: 1.8 t ADT: 25
E0560
Structurally DeficientOver: BITTER CREEK
.5N 9E OF BISON, Garfield, OK
Built 1953 Load: 1.8 t ADT: 60
E0450
Structurally DeficientOver: CREEK
7W 2.5S OF I-35/CM TPK, Noble, OK
Built 1941 Load: 1.8 t ADT: 24
6338C
PoorOver: CREEK
.6 N & .2 W OF WANETTE, Pottawatomie, OK
Built 1940 Load: 1.8 t ADT: 70
All Bridges in Oklahoma
E0390
FairOver: SAUNDERS CREEK
2E OF VERA, Washington, OK
Built 1975 Load: 23.4 t ADT: 409
S.H. 58
FairOver: CREEK
2.3 MI.S.OF JCT.US64, Alfalfa, OK
Built 1953 Load: 23.5 t ADT: 690
S.H. 8
FairOver: CREEK
8.0 MI.N&W.JCT.US64, Alfalfa, OK
Built 1953 Load: 23.5 t ADT: 1,400
S.H. 8
FairOver: CREEK
8.5 M.E OF WOODS C/L, Alfalfa, OK
Built 1953 Load: 23.5 t ADT: 1,400
S.H. 45
FairOver: CREEK
1.4 MI.E. OF WOODS CL, Alfalfa, OK
Built 1955 Load: 23.5 t ADT: 1,100
S.H. 23
FairOver: CREEK
1.9 MI.N.TEXAS ST.LN, Beaver, OK
Built 1951 Load: 23.5 t ADT: 890
S.H. 23
FairOver: CREEK
4.0 MI.N. JCT. US64, Beaver, OK
Built 1957 Load: 23.5 t ADT: 520
S.H. 142
FairOver: BNSF R.R. UNDER
3.8 MI E JCT I-35, Carter, OK
Built 1958 Load: 23.5 t ADT: 4,900
SHADY GROVE RD.
FairOver: DOUBLE SPRING CREEK
2.9 N OF SH51, Cherokee, OK
Built 1960 Load: 23.5 t ADT: 450
N2560
FairOver: RABBIT CREEK
6E; 4.2S U.S.70-SH36, Cotton, OK
Built 2008 Load: 23.5 t ADT: 10
S.H. 82
FairOver: CREEK
0.8 MI N MAYES C/L, Craig, OK
Built 1944 Load: 23.5 t ADT: 5,600
U.S. 81
FairOver: CREEK
1.3 S KANSAS ST. LINE, Grant, OK
Built 1927 Load: 23.5 t ADT: 750
E1230
FairOver: KINGS CREEK
.3W; 2.5S OF WHITEFIELD, Haskell, OK
Built 1990 Load: 23.5 t ADT: 100
S.H. 77 SCENIC
FairOver: CREEK
2.7 MI E JCT I-35, Love, OK
Built 1918 Load: 23.5 t ADT: 660
4322C MAJOR
FairOver: DRY CREEK
0.7 MI N SH 32, Love, OK
Built 1983 Load: 23.5 t ADT: 292
S.H. 74
FairOver: CREEK
.6 MI. W. JCT US77, McClain, OK
Built 1949 Load: 23.5 t ADT: 1,600
U.S. 69
FairOver: CREEK
10.9 MI NE C/L, Muskogee, OK
Built 1953 Load: 23.5 t ADT: 15,900
5798C
FairOver: CREEK
7 MI. SW OF HOMINY, Osage, OK
Built 1939 Load: 23.5 t ADT: 960
S.H. 95
FairOver: CREEK
11.4 MI S KANSAS LINE, Texas, OK
Built 1955 Load: 23.5 t ADT: 890
S.H. 51
FairOver: FIFE CREEK TRIB.
2.3 MI E JCT SH-72, Wagoner, OK
Built 1955 Load: 23.5 t ADT: 8,200
E0330
FairOver: EAGLE CHIEF CREEK TRIB.
2N 3.4W OF ALINE, Alfalfa, OK
Built 1936 Load: 23.6 t ADT: 100
S.H. 45
FairOver: CREEK
JCT. SH45 & SH58, Alfalfa, OK
Built 1953 Load: 23.6 t ADT: 850
E0050
FairOver: LITTLE SANDY CREEK
1N 1.8E OF AMORITA, Alfalfa, OK
Built 1990 Load: 23.6 t ADT: 75
S OLD HWY
FairOver: CREEK
.6W 1.2S OF TUSHKA, Atoka, OK
Built 1930 Load: 23.6 t ADT: 100
0430C
FairOver: KIOWA CREEK
3.S 5.9W OF SLAPOUT, Beaver, OK
Built 1973 Load: 23.6 t ADT: 100
0480C
FairOver: DON JOSE CREEK
15.E 4.2S OF ELMWOOD, Beaver, OK
Built 1978 Load: 23.6 t ADT: 50
S.H. 22
FairOver: CREEK
8.68 E & S JCT US-69, Bryan, OK
Built 1968 Load: 23.6 t ADT: 800
S.H. 22
FairOver: UP R.R. UNDER
1.03 E JCT US-69, Bryan, OK
Built 1968 Load: 23.6 t ADT: 1,500
0758C
FairOver: STRAIGHT CREEK
.4S OF MATOY, Bryan, OK
Built 1975 Load: 23.6 t ADT: 40
N2910
FairOver: CREEK
7.E 2.2N US 81;66, Canadian, OK
Built 1994 Load: 23.6 t ADT: 100
S.H. 77 SCENIC.
FairOver: CREEK
2.2 MI N LOVE C/L, Carter, OK
Built 1918 Load: 23.6 t ADT: 700
S.H. 100
FairOver: DRY CREEK
0.5 MI E SH82, Cherokee, OK
Built 1955 Load: 23.6 t ADT: 3,300
I-35
FairOver: S. CANADIAN RIVER
CLEVELAND-MCCLAIN C/L, Cleveland, OK
Built 1986 Load: 23.6 t ADT: 34,700
FAS 1511
FairOver: MUDDY BOGGY CREEK
9.8 N & 3.8 E OF TUPELO, Coal, OK
Built 1995 Load: 23.6 t ADT: 25
E1690
FairOver: CREEK
2S&.7W OF JCT SH7&SH65, Comanche, OK
Built 1950 Load: 23.6 t ADT: 100
1678C
FairOver: POST CREEK
6.8 MI S CACHE, Comanche, OK
Built 1969 Load: 23.6 t ADT: 116
OLD S.H. 34
FairOver: CREEK
0.3 MI S DEWEY C/L, Custer, OK
Built 1932 Load: 23.6 t ADT: 25
N2430
FairOver: CREEK
1. E 1.5 S WEATHERFORD, Custer, OK
Built 1984 Load: 23.6 t ADT: 50
S.H. 33
FairOver: CANADIAN RIVER
2.6 MI S DEWEY C/L, Custer, OK
Built 1985 Load: 23.6 t ADT: 1,400
E1040
FairOver: CREEK
4.7W.;.5S. OF CLINTON, Custer, OK
Built 1993 Load: 23.6 t ADT: 24
E0240 (2102C)
FairOver: CREEK
1.2E OF S.H. 10, Delaware, OK
Built 1966 Load: 23.6 t ADT: 960
U.S. 60
FairOver: KIZER CREEK
9.0 MI E JCT S.H. 34, Dewey, OK
Built 1937 Load: 23.6 t ADT: 1,100
E0780
FairOver: CREEK
3. S 3.5 W OF OAKWOOD, Dewey, OK
Built 1975 Load: 23.6 t ADT: 25
E0560
FairOver: ROCK CREEK
5S 1.9W OF SHATTUCK, Ellis, OK
Built 1983 Load: 23.6 t ADT: 100
N1788
FairOver: MOSQUITO CREEK
1.4W7.5S1.2W.3N OF ARNETT, Ellis, OK
Built 1985 Load: 23.6 t ADT: 30
E0400
FairOver: CREEK
2.5N 5.9E OF US64/SH74, Garfield, OK
Built 1941 Load: 23.6 t ADT: 100
N2900
FairOver: CREEK
.6N 3E .5N OF BISON, Garfield, OK
Built 1977 Load: 23.6 t ADT: 100
E0410
FairOver: CREEK
2N 4.4 E OF LAHOMA, Garfield, OK
Built 1985 Load: 23.6 t ADT: 100
E1450
FairOver: LATHERAN CREEK
2. N .6 W OF FARWELL 7, Grady, OK
Built 1992 Load: 23.6 t ADT: 100
FAS 0831C
FairOver: CREEK
1 N US 62 IN VERDEN, Grady, OK
Built 1938 Load: 23.6 t ADT: 1,268
Showing 5,951-6,000 of 22,733 bridges
Data sourced from the FHWA National Bridge Inventory (NBI), latest released cycle. See our methodology for details. Retrieved and formatted by PlainBridges Editorial.
Disclaimer: This information is provided for informational purposes only and does not constitute professional advice. Data is sourced from the FHWA National Bridge Inventory (NBI). A "structurally deficient" rating is a repair-priority signal, not a closure or unsafe-to-cross designation. Consult a qualified civil engineer before making decisions based on this data.
Understanding Bridge Conditions
How FHWA rates bridge condition on a 0-9 scale.
Check Your Daily Bridges
How to look up bridge condition data for bridges on your route.
Read our methodology — how this data is sourced, computed, and verified.
| Publisher | Kiznis Studio |
| Sources | FHWA National Bridge Inventory, public U.S. government datasets |